HALF-CELL POTENTIALS

Objective and Principle

Half-cell potential measurements cover the estimation of the electrical half-cell potential/corrosion potential of uncoated reinforcing steel in field and laboratory concrete, for the purpose of determining the corrosion activity of the reinforcing steel. The measurements can be used:

  1. For in-service evaluation and for use in research and development work.
  2. In members regardless of their size or the depth of concrete cover over the reinforcing steel.
  3. May be used at any time during the life of a structure and in any kind of climate provided the temperature is higher than +2 °C

The corrosion potential Ecorr (half-cell rebar/concrete) is measured as potential difference (or voltage) against a reference electrode (half-cell). The numerical value of the measured potential difference between the steel in concrete and the reference electrode will depend on the type of reference electrode used and on the corrosion condition of the steel in concrete.

Depending on the spatial distribution of anodic and cathodic reactions on the surface of the steel and the conductivity of the medium, following two different types of corrosion can take place:

a) Uniform corrosion, in which anodic and cathodic reactions are coupled to form numerous micro-cells on the steel surface and occur on the same areas.

b) Macro-cell corrosion or localized corrosion, in which the anodic and cathodic areas of the corrosion process are separated in space with significant potential drop.

Apparatus Required

The apparatus for half-cell measurement shall consist the following:
a) Half-cell,
b) Electrical junction device,
c) Electrical contact solution,
d) Voltmeter, and
e) Electrical lead wires.

Performance Requirement of Apparatus
The measurement of half-cell potentials is based on the electrical and electrolytic continuity between rebars in concrete, reference electrode on the concrete surface and voltmeter. The rigid tube or container used in half cell composed of a dielectric material that is non-reactive with copper or copper. The voltmeter shall have the capacity of being battery operated and have ± 3 percent end-of-scale accuracy at the voltage ranges in use. The input impedance shall be no less than 10 MΩ when operated at a full scale of 0.1 V. The electrical lead wire shall be of such dimension that its electrical resistance for the length used will not disturb the electrical circuit by more than 0.000 1 V.

Procedure

Potential measurements can be performed with a single electrode (point measurements) or with one or several wheel electrodes (potential mapping). The primary goal of potential measurements on reinforced concrete structures is to locate areas of corroding reinforcement. Thus before starting to take measurements a coordinate system has to be put onto the structure in order to be able to relate readings with the point on the structure where they were taken. In homogeneous surface conditions such as wet and dry areas or not embedded re-bars that are encountered should be located on a sketch in order to facilitate the interpretation of potential readings. For a statistical evaluation of the data (cumulative probability plot, histogram) the grid spacing must be kept constant. 

Electrical connection to the reinforced steel shall be direct electrical connection by means of a compressiontype ground clamp, or by brazing or welding a protruding rod to the positive terminal of the voltmeter.

Electrically connect one end of the lead wire to the half-cell and the other end of this same lead wire to the negative (ground) terminal of the voltmeter.

After placing half-cell on the concrete surface, the voltmeter reading shall be observed. If the measured value of the half-cell potential does not change or fluctuate with time, pre-wetting the concrete surface is not necessary.

Influencing Test Results

Half-cell potentials are normally interpreted using:
a) Numeric magnitude technique, or
b) Potential difference technique, or a combination of the two

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